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'����' � LOG OF BORING <br /> • INTER7��� <br /> Braun Project BL-06-04823 BORING: ST-Z <br /> GF,OTECHNICAL EVALUATION LOCATION: Center boring location <br /> Yroposed Pool <br /> 2180 Abingdon Way <br /> Orono,Minnesota � <br /> DRILLER: Mike McWilliams ME'CHOD: 3 U4"HSA Autohammer DATE: 10/24l06 SCALE: 1"=4' <br /> �lev. Depth <br /> feet feet ASTM Description of Materials RPF WL MC qp Tests or Notes <br /> 97.5 0.0 Symbol (ASTM D2488 or D2487) % �f <br /> P[LL F1LL: Sandy Lean Clay,with a trace of Gravel,dark <br /> brown to black,moist to wet. <br /> 8 <br /> 93.5 4.0 + <br /> CL SANDY LEAN CLAY,with a trace of Gravel,brown at <br /> 20 feet then gray,wet,medium to stiff. ]0 l 1/2 <br /> (Glacial Till) <br /> � <br /> C <br /> O <br /> .� <br /> �� 12 2 <br /> .a <br /> � <br /> 0 <br /> '� 13 18 2 <br /> r <br /> x <br /> � <br /> � <br /> ;, 13 <br /> .� <br /> y <br /> � <br /> •� 14 <br /> F <br /> > <br /> .� <br /> .� <br /> � <br /> C� <br /> a°Ji <br /> � <br /> 13 <br /> 77A 20.5 . <br /> END OF BORING. <br /> Water not observed with 19 feet of hollow-stem auger in <br /> ,� the ground. <br /> � <br /> rv <br /> o Boring immediately backfilled. <br /> ��— <br /> F <br /> q <br /> c7 <br /> 7 <br /> J <br /> a <br /> m <br /> a <br /> C7 <br /> N <br /> � <br /> � <br /> �..� <br /> V <br /> N_'"'" <br /> � <br /> m <br /> z <br /> � <br /> � <br />